Methodology of Studies for Construction of Water Reservoir Dams in Countries Prone to Landslide Hazard
Vol. 11 No. 1 (2025): January
Research Articles
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Doi: 10.28991/CEJ-2025-011-01-016
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Igityan, H., Elbakyan, E., Hakobyan, H., Petrosyan, V., Karamyan, R., & Gevorgyan, A. (2025). Methodology of Studies for Construction of Water Reservoir Dams in Countries Prone to Landslide Hazard. Civil Engineering Journal, 11(1), 279–289. https://doi.org/10.28991/CEJ-2025-011-01-016
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[1] World Bank Group. (2009). Disaster Risk Reduction and Emergency Management in Armenia. World Bank Group, Washington, United States.
[2] World Bank Group. (2020). Climate Change Knowledge Portal Armenia. World bank Group, Washington, United States.
[3] Japan International Cooperation Agency (JICA). (2005). Technical Bulletin on Landslides in Armenia. Volume I: Landslides in Armenia. Japan International Cooperation Agency (JICA), Tokyo, Japan.
[4] Matossian, A., Baghdasaryan, H., Avagyan, A., Igityan, H., Gevorgyan, M., & Havenith, H.-B. (2020). A New Landslide Inventory for the Armenian Lesser Caucasus: Slope Failure Morphologies and Seismotectonic Influences on Large Landslides. Geosciences, 10(3), 111. doi:10.3390/geosciences10030111.
[5] Matossian, A. O., Baghdasaryan, H., Avagyan, A., Igityan, H., Gevorgyan, M., & Havenith, H. B. (2020). A new landslide inventory for the armenian lesser caucasus: Slope failure morphologies and seismotectonic influences on large landslides. Geosciences (Switzerland), 10(3). doi:10.3390/geosciences10030111.
[6] Sokolovskiy V.V. (1960). Statics of loose media. Fizmatgiz, Moscow, Russia. (In Russian).
[7] Sobolevsky Y. A. (1975). Water-saturated slopes and foundations. Higher school, Minsk, Belarus.
[8] Morgenstern, N. R., & Price, V. E. (1965). The Analysis of the Stability of General Slip Surfaces. Géotechnique, 15(1), 79–93. doi:10.1680/geot.1965.15.1.79.
[9] Ouyang, W., Liu, S. W., & Yang, Y. (2022). An improved Morgenstern-price method using Gaussian quadrature. Computers and Geotechnics, 148. doi:10.1016/j.compgeo.2022.104754.
[10] Alok, A., Burman, A., Samui, P., R. Kaloop, M., & Eldessouki, M. (2024). A Generalized Limit Equilibrium-Based Platform Incorporating Simplified Bishop, Janbu and Morgenstern–Price Methods for Soil Slope Stability Problems. Advances in Civil Engineering, 2024, 1–16. doi:10.1155/2024/3053923.
[11] Spencer, E. (1973). Thrust line criterion in embankment stability analysis. Geotechnique, 23(1), 85–100. doi:10.1680/geot.1973.23.1.85.
[12] Matthews, C., Farook, Z., & Helm, P. (2014). Slope stability analysis–limit equilibrium or the finite element method. Ground Engineering, 48(5), 22-2.
[13] Sobhan, K & Das, B. M. (2012). Principles of Geotechnical Engineering (8th Ed.). Cengage, Boston, United States.
[14] NORGEO LLC. (2023). Engineering-Geological Investigation Report on the 'Preliminary Project Documentation Services for the Construction of the Astghadzor Reservoir in Gegharkunik Region. NORGEO LLC, Yerevan, Armenia.
[15] NORGEO LLC. (2023). Report on the 'Engineering-Geological Properties Study of 4 Samples Taken from Boreholes in the Area of the Planned Reservoir in Astghadzor Village. NORGEO LLC, Yerevan, Armenia.
[16] Zhang, Y., & Ding, J. (2019). Stability Analysis of Slopes on Both Sides of Highway in Geotechnical Area under Rainfall Conditions. IOP Conference Series: Earth and Environmental Science, 384(1), 12076. doi:10.1088/1755-1315/384/1/012076.
[17] Havenith, H. B. (2022). Recent earthquake-triggered landslide events in Central Asia, evidence of seismic landslides in the lesser Caucasus and the Carpathians. Coseismic Landslides: Phenomena, Long-Term Effects and Mitigation. Springer Nature, Singapore. doi:10.1007/978-981-19-6597-5_5.
[18] Rotaru, A., Bejan, F., & Almohamad, D. (2022). Sustainable Slope Stability Analysis: A Critical Study on Methods. Sustainability (Switzerland), 14(14), 8847. doi:10.3390/su14148847.
[19] Wang, Y., Li, Y., & Chen, J. (2023). Comprehensive Analysis Method of Slope Stability Based on the Limit Equilibrium and Finite Element Methods and Its Application. Open Journal of Civil Engineering, 13(04), 555–571. doi:10.4236/ojce.2023.134040.
[20] Liu, S. Y., Shao, L. T., & Li, H. J. (2015). Slope stability analysis using the limit equilibrium method and two finite element methods. Computers and Geotechnics, 63, 291–298. doi:10.1016/j.compgeo.2014.10.008.
[21] Liu, Y., Yang, Y., & Hu, A. (2024). Stability analysis of loess slope combined with limit equilibrium method under different rainfall intensities. Applied Mathematics and Nonlinear Sciences, 9(1), 1-22. doi:10.2478/amns.2023.2.01384.
[22] Cheng, Y. M., Lansivaara, T., & Wei, W. B. (2007). Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics, 34(3), 137-150. doi:10.1016/j.compgeo.2006.10.011.
[23] Lalicata, L. M., Bressan, A., Pittaluga, S., Tamellini, L., & Gallipoli, D. (2024). An Efficient Slope Stability Algorithm with Physically Consistent Parametrisation of Slip Surfaces. International Journal of Civil Engineering. doi:10.1007/s40999-024-01053-1.
[24] Stewart, R., & Peterson, W. (1917). Origin of Alkali. US Government Printing Office, California, United States.
[25] Fellenius, W. (1936). Calculation of the stability of earth dams. Second Congress on Large Dams, 7-12 September, 1936, Washington, United States.
[26] Bishop, A. W. (1955). The use of the Slip Circle in the Stability Analysis of Slopes. Géotechnique, 5(1), 7–17. doi:10.1680/geot.1955.5.1.7.
[27] Krey, G. (1932). The theory of earth pressure and soil resistance load. Gosstroyizdat, Leningrad, Moscow, Russia.
[28] Florin, V. A. (1961). Fundamentals of Soil Mechanics. Gosstroyizdat, Leningrad, Moscow, Russia (In Russian).
[29] Tertsagi K. (1961). Theory of Soil Mechanics. Gosstroyizdat, Leningrad, Moscow, Russia.
[30] RABC 20.04-2020. (2020). Earthquake Resistant Construction. Design Codes. Republic of Armenia Building, Yerevan, Armenia.
[31] SNiP 2.01.15-90. (1990). Engineering protection of territories, buildings and structures from hazardous geological phenomena. Principal provisions of design: State Committee of the Council of Ministers of the USSR for Construction, Moscow, Russia. (In Russian).
[2] World Bank Group. (2020). Climate Change Knowledge Portal Armenia. World bank Group, Washington, United States.
[3] Japan International Cooperation Agency (JICA). (2005). Technical Bulletin on Landslides in Armenia. Volume I: Landslides in Armenia. Japan International Cooperation Agency (JICA), Tokyo, Japan.
[4] Matossian, A., Baghdasaryan, H., Avagyan, A., Igityan, H., Gevorgyan, M., & Havenith, H.-B. (2020). A New Landslide Inventory for the Armenian Lesser Caucasus: Slope Failure Morphologies and Seismotectonic Influences on Large Landslides. Geosciences, 10(3), 111. doi:10.3390/geosciences10030111.
[5] Matossian, A. O., Baghdasaryan, H., Avagyan, A., Igityan, H., Gevorgyan, M., & Havenith, H. B. (2020). A new landslide inventory for the armenian lesser caucasus: Slope failure morphologies and seismotectonic influences on large landslides. Geosciences (Switzerland), 10(3). doi:10.3390/geosciences10030111.
[6] Sokolovskiy V.V. (1960). Statics of loose media. Fizmatgiz, Moscow, Russia. (In Russian).
[7] Sobolevsky Y. A. (1975). Water-saturated slopes and foundations. Higher school, Minsk, Belarus.
[8] Morgenstern, N. R., & Price, V. E. (1965). The Analysis of the Stability of General Slip Surfaces. Géotechnique, 15(1), 79–93. doi:10.1680/geot.1965.15.1.79.
[9] Ouyang, W., Liu, S. W., & Yang, Y. (2022). An improved Morgenstern-price method using Gaussian quadrature. Computers and Geotechnics, 148. doi:10.1016/j.compgeo.2022.104754.
[10] Alok, A., Burman, A., Samui, P., R. Kaloop, M., & Eldessouki, M. (2024). A Generalized Limit Equilibrium-Based Platform Incorporating Simplified Bishop, Janbu and Morgenstern–Price Methods for Soil Slope Stability Problems. Advances in Civil Engineering, 2024, 1–16. doi:10.1155/2024/3053923.
[11] Spencer, E. (1973). Thrust line criterion in embankment stability analysis. Geotechnique, 23(1), 85–100. doi:10.1680/geot.1973.23.1.85.
[12] Matthews, C., Farook, Z., & Helm, P. (2014). Slope stability analysis–limit equilibrium or the finite element method. Ground Engineering, 48(5), 22-2.
[13] Sobhan, K & Das, B. M. (2012). Principles of Geotechnical Engineering (8th Ed.). Cengage, Boston, United States.
[14] NORGEO LLC. (2023). Engineering-Geological Investigation Report on the 'Preliminary Project Documentation Services for the Construction of the Astghadzor Reservoir in Gegharkunik Region. NORGEO LLC, Yerevan, Armenia.
[15] NORGEO LLC. (2023). Report on the 'Engineering-Geological Properties Study of 4 Samples Taken from Boreholes in the Area of the Planned Reservoir in Astghadzor Village. NORGEO LLC, Yerevan, Armenia.
[16] Zhang, Y., & Ding, J. (2019). Stability Analysis of Slopes on Both Sides of Highway in Geotechnical Area under Rainfall Conditions. IOP Conference Series: Earth and Environmental Science, 384(1), 12076. doi:10.1088/1755-1315/384/1/012076.
[17] Havenith, H. B. (2022). Recent earthquake-triggered landslide events in Central Asia, evidence of seismic landslides in the lesser Caucasus and the Carpathians. Coseismic Landslides: Phenomena, Long-Term Effects and Mitigation. Springer Nature, Singapore. doi:10.1007/978-981-19-6597-5_5.
[18] Rotaru, A., Bejan, F., & Almohamad, D. (2022). Sustainable Slope Stability Analysis: A Critical Study on Methods. Sustainability (Switzerland), 14(14), 8847. doi:10.3390/su14148847.
[19] Wang, Y., Li, Y., & Chen, J. (2023). Comprehensive Analysis Method of Slope Stability Based on the Limit Equilibrium and Finite Element Methods and Its Application. Open Journal of Civil Engineering, 13(04), 555–571. doi:10.4236/ojce.2023.134040.
[20] Liu, S. Y., Shao, L. T., & Li, H. J. (2015). Slope stability analysis using the limit equilibrium method and two finite element methods. Computers and Geotechnics, 63, 291–298. doi:10.1016/j.compgeo.2014.10.008.
[21] Liu, Y., Yang, Y., & Hu, A. (2024). Stability analysis of loess slope combined with limit equilibrium method under different rainfall intensities. Applied Mathematics and Nonlinear Sciences, 9(1), 1-22. doi:10.2478/amns.2023.2.01384.
[22] Cheng, Y. M., Lansivaara, T., & Wei, W. B. (2007). Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics, 34(3), 137-150. doi:10.1016/j.compgeo.2006.10.011.
[23] Lalicata, L. M., Bressan, A., Pittaluga, S., Tamellini, L., & Gallipoli, D. (2024). An Efficient Slope Stability Algorithm with Physically Consistent Parametrisation of Slip Surfaces. International Journal of Civil Engineering. doi:10.1007/s40999-024-01053-1.
[24] Stewart, R., & Peterson, W. (1917). Origin of Alkali. US Government Printing Office, California, United States.
[25] Fellenius, W. (1936). Calculation of the stability of earth dams. Second Congress on Large Dams, 7-12 September, 1936, Washington, United States.
[26] Bishop, A. W. (1955). The use of the Slip Circle in the Stability Analysis of Slopes. Géotechnique, 5(1), 7–17. doi:10.1680/geot.1955.5.1.7.
[27] Krey, G. (1932). The theory of earth pressure and soil resistance load. Gosstroyizdat, Leningrad, Moscow, Russia.
[28] Florin, V. A. (1961). Fundamentals of Soil Mechanics. Gosstroyizdat, Leningrad, Moscow, Russia (In Russian).
[29] Tertsagi K. (1961). Theory of Soil Mechanics. Gosstroyizdat, Leningrad, Moscow, Russia.
[30] RABC 20.04-2020. (2020). Earthquake Resistant Construction. Design Codes. Republic of Armenia Building, Yerevan, Armenia.
[31] SNiP 2.01.15-90. (1990). Engineering protection of territories, buildings and structures from hazardous geological phenomena. Principal provisions of design: State Committee of the Council of Ministers of the USSR for Construction, Moscow, Russia. (In Russian).
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